COARSE-GRAINED SOILS COMPACTION AT THE EXPERIMENTAL SITE DURING THE CONSTRUCTION OF THE EARTHEN DAM
Serikuly D.K. Kudaibergen I. Igamberdievich N.K. Amantayevich U.Z. Khabievna A.F.
2024National Academy of Sciences of the Republic of Kazakhstan
News of the National Academy of Sciences of the Republic of Kazakhstan, Series of Geology and Technical Sciences
2024#2024Issue 458 - 70 pp.
The article details the results of laboratory and field studies on the compaction of coarse materials and clastic soils. The laboratory used a 300 mm diameter vibration machine and a standard compaction device. In the field, compaction was carried out with a 27-ton SANY smooth roller. To determine the highest density and preferred humidity, the laboratory created a diagram of the dependence of the density of dry soil on humidity and found the best result of the obtained dependence, corresponding to the required values of the maximum density and the required humidity. As a result, the work done presents the results of soil compaction in field conditions, with a layer thickness of 50.70, 80 cm, density 2.19 t/m3, 2.05 t/m3, 2.13 t/m3, respectively. The soil was compacted with a 27-ton roller in 6-8 passes along one strip. In addition, the article shows the effectiveness of using the drilling and blasting method in a quarry to obtain stone material of the required grain composition.
earthen dam , grain composition , pit
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M. Auezov South Kazakhstan University, Shymkent, Kazakhstan
JSC Hydroproject, Uzbekistan
M. Auezov South Kazakhstan University
JSC Hydroproject
10 лет помогаем публиковать статьи Международный издатель
Книга Публикация научной статьи Волощук 2026 Book Publication of a scientific article 2026